20200065 Ver 1_Duke R-4707 ESC Onboarding-06162020_tms_20200629

NCDOT R-4707
Utility Relocation Project
Erosion &Sediment Control/Permitting
Onboarding
Ted Sherrod, PE, CPESC, CPSWQ, CPMSM
AECOM
[e-mail]
4CCOM

Agenda
Part 1 Safety and Roles &Responsibilities
Detailed E&SC BMP Construction
Sequence /Other Pollutants
Part 3 Weekly Inspections od

Safety Moment
• Situational Awareness
— Ability to observe, ID, process, and understand critical elements
within changing environments.
— This is a LEARNED BEHAVIOR.
— Requires a 360-degree mindset, constant evaluation of surroundings/activities
— Barriers include: false perceptions, being in a hurry, complacency, overload/fatigue,
fixation/preoccupation on distractions
• Tenets of Situational Awareness
— Know what's going on around you. Think about what might happen next.
— Have a plan of what you will do next. Know where you're going and have alternate routes and a plan
of action
— If something does not look right 4 DO SOMETHING ABOUT IT!

Safety
Task Hazard Assessments (THAs)
• Must complete THAs on
— Working around Heavy Equipment
— Working near water
— Vehicle Safety
— Unloading
— Working near Traffic (Construction Entrances)
• If circumstances change affecting THA, must update THA!

Safe Work Plan Requirements
• Safe Work Plan components
• Emergency Response — State Const. and CCS need
individual plans
Examp

Environmental Constraints/Commitments
• NCDOT has obtained a 404 for stream and wetland impacts
— During the construction of the project, no staging of equipment of
any kind is permitted in waters of the U.S. or protected riparian
buffers
— The Utility work does not cause any impacts (i.e., fill in waters)
• NCDOT has obtained a 401 certification to impact wetlands,
streams and Riparian Buffer Certification (Cape Fear)
— No erosion or sediment control devices in Zone 1, outside of the
approved project plans/impacts, anywhere on this project. Erosion
and sediment control devices shall be allowed in Zone 2 of the
buffers if Zone 1 is not compromised, and that discharge is released
as diffuse flow
— Utility work shall not cause impacts to waters or buffers, not already
permitted.

Environmental Constraints/Considerations Continued
• The Pigtoe Clam is an endangered species present in
Guilford county — avoid sediment releases as this could
impact this species
• Always inspect trees prior to removal for Bald Eagle nests or
Northern Long-eared Bats. If bird activity is noted, call Duke's
Migratory Bird Hotline at 1-800-573-3853

Goal — No Sediment Releases!
• Team Roles and Responsibilities
■ Duke/KCI Project Managers — Partner to ensure thorough and consistent communication
■ Duke Senior Technologist — "Boots on the ground" monitoring entire operation
■ Subcontractor - Must be aligned with goal of ZERO sediment releases
■ Duke SME — Regulatory communications and compliance "go -to"
■ AECOM Env Oversight— "Boots on the ground" monitoring Environmental performance
■ E&SC Inspector - Clear line of communication with the E&SC team
• Engineer of Record - Provide design modifications if installed BMPs fail to provide appropriate
protection
■ PNG Engineer of Record — Point of contact for gas operations
Don't be the weak link!
+ If Safety is la,
Environmental is lb...
1

Sequencing for R-4707 Utility Relocation
• Confirm status/plan for stake out of ROW, PUE, DUE and jurisdictional areas prior to June 29.
• Delineate LOD and Install Construction Entrance and perimeter measures.
• Delineate and flag all ESAs with high visibility fencing or flagging and install excelsior wattles.
• Clear trees and shrubs within LOD — No grubbing. Spread mulch chips in 30 ft swath.
• Where easement is shared, construction of power lines shall take precedent over gas lines.
• Only trench area that can be installed and backfilled at end of day. Place excavated material on
high side of trench.
• Perimeter sediment control practices must be in place during all HDD operations — excavated
spoil must be stockpiled well away from ESA with perimeter protection and stabilized.
• NO land disturbance activities outside project limits.

Sequencing for R-4707 Utility Relocation continued
• If any disturbed areas occur where mulch does not restrain erosion, or wet/muddy conditions
cause soil disturbance, seed and stabilize according to required timeframes.
• Spoils from augering for proposed poles will be used for compaction back around the pole. Any
excess spoil will be recovered with industry standard lineman canvas bag for use at other poles.
• Contractor must maintain compliance with all plans and permits.
• Contractor shall be responsible for the control of sediment on -site. If existing E&SC measures
are insufficient, contractor must take steps necessary to keep sediment on -site (contact Duke
rep for approval).
• Perform E&SC inspections once every 7calendar days and within 24 hours of a 1 inch rain event.
Make necessary repairs to E&SC measures immediately per the plan.
• Inspections shall continue until permit is closed.
• After site is stabilized, remove temporary measures and provided permanent vegetation for all
disturbed areas.
• When project is complete, NCDEMLR must be notified to close out the E&SC plan. Once project
closed out, permittee must file electronic Notice of Termination (NOT).

Detailed E&SC BMP Construction Sequence
Laydown Yard Perimeter Protection

Detailed E&SC BMP Construction Sequence
Environmental Sensitive Areas
• Notify regulator BEFORE project commences
• Stake/flag LOD and ESAs
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Detailed E&SC BMP Construction Sequence
Environmental Sensitive Areas
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Detailed E&SC BMP Construction Sequence
Environmental Sensitive Areas
.i

Detailed E&SC BMP Construction Sequence
Highly Visible Fencing for Jurisdictional Areas
SNOW FENCE
ORANGE. HIGHLY
T II 2' WOODEN
i' GALVANIZED
WIRE STAPLE
1 ' IMINTAIN IN A SATISFACTORY CONCMON TO
CLEARLY DESIGNATE PROTECTED AREAS FOR
THE DURATION OF THE PROJECT.
2. IMINTAIN FENGNGFADRiC TO ENSURE TF IS
SECURELY FASTENED TO POSTS IMFS.
ORANGE, VINYL, HIGHLY VISIBLE WOODEN X
FLAGGING 1" (MIN STEELAK
OR
AIAINTFINTAIN NASA ) STEEL STAKES
1. MAINTAIN IN A SATISFACTORY CONDITION TO
CLEARLY DESIGNATE PROTECTED AREAS FOR i 4'
THE OURATIDN OF THE PROACT.
2. MAINTAINFENUNQVAANIC TO ENSURE IT IS 12" (MIN.) h IIIIIIIIIII j III !�I I ��IIII1!IIIII l IIII II II_
SECURELY FASTENED TO POSTSISTAXES. _!E If
ORANGE CONSTRUCTION SAFETY FENCE
(HIGH VISIBILITY)
NOT TO SCALE
25' (MAX.)
JURISDICTIONAL FLAGGING PLAN VIEW (NTS)

Detailed E&SC BMP Construction Sequence
• Implement plan measures, clear only as necessary
• Ideally, cut trees in areas necessary to install
E&SCs, then cut remaining trees...
• Construction entrances and Laydown areas
• Site Access
• All staging must take place at laydown yard
• Do not park on Highway Right of Way; use LOD

Detailed E&SC BMP Construction Sequence
Construction Entrances and Perimeter Controls
INSTALLATON NOTE5
-AGGREGATE 9zE: 7-3' EMLCRIF WA41EO STONE.
MAINTENANCE NOTES:
-MONITCR DALY TO SYPPLENENT STONE TO
ENSURE ENTRANCE FNNGDONS PROPERLY.
-PAp 401k, !2' NIN4NM.
-QCAN ANY MATERIAL TRACKED ONTO PUBLIC
-PAD LENGTH: SO' Y6YIIIA
-PAD LOCATION: L DCAT CONSTFWT 4 ERWAKCES AN0 EXITS rC L 1
ROADWAY WMEDIATELE,
_SNrDI,LE RWTEL AArrPING AT THE ENO Or
SLDTIENT FROM UAMNC THE VIE ANC 10 PROXOE MAKMM UTU Iv BY
ALL CONSMUC-ON VEHCIES AVOID STEP' GRADES AND ENTRANCES AT
[A.X WORM pAY,
_EAA 'NC IF CONDI110N5 Al 1X[ SITE ARE
NRVES M w�Ic N095
SUDH THAr HOST Or NE MDD AND SEDIMENT
ARE H07 REVVOYED BY VEHICLES TRAVELING
DY TIC GRAYR, TNr TIES SHOULD BE
WASIEO. WAS-IWO 9RKYD BE DOME ON AN
AREA STADIUZED A1TH ORuSHED STOVE TNAT
DRAINS INrO A SEDMENT TRAP OR OTHER
SU TADLE O15POSAL AREA. A WA$N RACK MAY
LE USED TO MAKE WASHNC STONE MORE
CCINYENIENT AND ErrCTIVE.
FILTRATION CEOTDDILE TO STABILIZE
TODNDATCN (ESPECIALLY IMPORTANT
_
THERE SOFT SOIL IS ANTICIPATED)
12' MIN.
Z-S CALMETEA WASTED STONE 6' DEEP
PFRGPFCTIA
VFW I+1�
1
W MAI M WUCTIa OTIMIKC
I - FU mTOMFa I
v
/a^rsommmmmi rr

Detailed E&SC BMP Construction Sequence
Construction Entrances and Perimeter Controls
MINMUI OF V BIACK W IX LOS
2G TIES FOR STEEL
TO BE PLACED AT EACH
SUPPOATaELT
It BELTS TOTAL BOTTCIA
NSRE T1E IS AT
/ GRO" LEVEL.
LGROUNDLIIE
______
BOTTOM OF
TRENCH LINE
STEEL ST EL
USE STEEL POSTS THAT MET THE STATE
SWARDS AND SPECIFICATION FOR THE
STATE THAT THE SLT FENCE YOU. K INSTALLED
POST SPACING MAY VARY BY STATE DEFENDING
ON TTf STATE MAX 0 C SPECIFICATION
ISE NOWT4,14 BELTS AS ATTACHLENT POSTS
FOR THE TIES
MEDIUM DUTY WOVEN BELTED (WBSF)
WBSF2S-6 SILT FENCE o
2 STAGE
+ �ABRIG TD BE SI' ABOVE GROUND
` N1TH7IN TRENCH
FLOW
FRONT ELEVATION
a
v T 1 1n
I n
IT ki l0E INA%C Cnr� :. ..
TrEnrA
SIDE VIEW
9LAIfrt ENAHrI NOTES:
INSPECT THE DEVICE PERIODICALLY AND AFTER EACH $I$NIFICART RAINFALL EVENT FOR DAMAGE
AND SEDIMENT ACCUMULATION TO CONFIRM THE DEVICE [S FUNCTIONINO PROPERLY,
AT A YINIWM, RE" SEDIMENT FROM THE DEVICE THEN AOCWALATEONS REACH ONE-HALF THE
HEIGMT OF THE FENCE.
REBUILD AWD OA REPAIR THE DEVICE WHEN IT IS DANAOED.
REPAIR AREAS WHERE FENCE BECOMES UNDERMINED DUE TO CONCENTRATED FLOWS,
REPAIR DETAIL
Y 7ACHNG m0 SILT FENCES
t1HEh TPENCIING G USED
11 11 DB F OM
R OR: RONI
11 II
FRO K
0 OR Ap IP9
410411101111
I At
"TAX 110M AgBW
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OMAN
fut MM AK rA}C
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ARIA` IT elm Am
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NE
PLAN VIEW

Detailed E&SC BMP Construction Sequence
Horizontal Directional Drilling
TYPICAL E&SC BMP's FOR HDD ESA CROSSING -TES:
NOT TO SCALE O V CLEARING WILL aCgNl IR IRE I050 SITE EASEMEIII
MOYIDE PERIMETER SEDIMENT CONTROL SU04 AS REINFORCED SILT FENCES.
WATILES. OR COVOST LOGS AT BORE PITS. TEMPORARY SPOIL STOMPILES.
AO ALONG ESA's. TAPS OR NEAn MIL PASTFO C SE USED TD OOY*R
E EFOSEO [FOOIDLE AEAS IF SUM ZOK 8 ACE i$ CONSTRAINED
HOO SPILL RESPONCE FOLLAF EM PLAY FOR 6E0111FNT fiTORAOE AREA AD NRMOF ANTI RUN W
EW INVENTORY MAXmEMEnr MEAaRER.
STORA4E
PRONIM N0O WILL RF6PdlYE Ni'F OUILIXEO 1X N10 GRILLING FLUID
CON{RGCNCY PRAY.
SPOIL STOLIKFOE
L11/PERMETER HDO SIZE EASEMENT NOD SITE EASEMENT
SEDIMENT CONTROL
LENGTH OF ORILL VARIES
SOLIDS CONTROL
SYSTEM
I I y I
DRILL 20' x 7 (T1'PIJ L ENTRY NOLEJ —1 � �
BOUNDMY \ / MESA PERIMETER
SEDIMENT CONTROL
AUD PIT PERIMETER
SEDIMENT CONTROL
RECIEVING PIT 10' X 10' (TYP)
_l 30' LIMITS OF
,001 HOLE HOD PULL SECTION DISTURBANCE (TYP)

Horizontal Directional Drill Operation
Inadvertent Return Contingency Plar
• Excavations for bore pits and sumps, containment and
disposal of drilling fluids, solids, cuttings, or containment and
reclamation activities for inadvertent returns shall be the
responsibility of the HDD subcontractor.
HORIZONTAL DIRECTIONAL DRILLING CONTIGENCY PLAN
IN THE EVENT OF AN INADVERTENT RELEASE OF DRILLING FLUID DURING HORIZONTAL DIRECTIONAL
DRILLING OPERATIONS, THE CONTRACTOR SHALL IMPLEMENT RESPONSE MEASURES CONTAINED IN
THE DUKE ENERGY HDD CONTIGENCY PLAN. SEE APPENDIX B OF THE DUKE ENERGY CONSTRUCTION
STORMWATER MANUAL FOR A COPY OF THIS PLAN AND ANY ADDMONAL INFORMATION.
SUBMIT THE PLAN FOR ENGINEER'S APPROVAL 14 DAYS PRIOR TO ANY HDD OPERATIONS.

Detailed E&SC BMP Construction Sequence
Horizontal Directional Drilling
5C. DURING ALL HORIZONTAL DIRECTIONAL DRILLING OPERATIONS, PRECAUTIONS MUST BE TAKEN TO PROVIDE
PERIMETER SEDIMENT CONTROL PRACTICES AS DESIGNATED ON THE EBSC PLAN. THE EXCAVATED SPOIL FROM
TUC 9A DITC CWnl 11 n DL TDAAICPnOTCn Tn A MICA-MATCn CTnrVPII C WO I ni ITUnC TYL I WlI nC

Detailed E&SC BMP Construction Sequence
Horizontal Directional Drill
Excavations for
bore pits and
sumps,
containment and
disposal of drilling
fluids, solids,
cuttings, or
containment and
reclamation
activities for
inadvertent returns
shall be the HDD
subcontractor.
i

Maintenance of E&SC Measures
• Make required repairs as needed immediately following
inspection. Give special attention to storm damage resulting
in end -runs and undermining.
• Replace materials that are damaged, decomposing, or are
otherwise ineffective.
• Remove accumulated sediment as needed. Do not allow for
sediment to accumulate higher than one-half of the height of
a barrier.

Erosion and Sediment Control Considerations
• Other subcontractors or third parties creating damage to
access routes (rutting), performing excavations or other land
disturbing operations within the approved plan's limits of
disturbance will return the ground surface to a well
compacted and graded surface suitable for positive drainage
and final stabilization/seeding.

Other Construction Site Pollutants
• Park all idle construction equipment
on secondary containment overnight
as illustrated in Figure
• All equipment secondary
containment should be located a
minimum of 125 feet from
environmentally sensitive areas
• Pumps and generators should be
placed on spill pads and located at
least 125 feet from streams
• Clean and remove equipment
pollutants immediately and
completely
• Store all oils, lubricants, fuels, or
other necessary chemicals in leak-
proof containers within secondary
containment at least 125 feet from
environmentally sensitive areas.

Other Construction Site Pollutants Continued
• Inspect construction vehicles, hauling trucks, service vehicles
and other motorized equipment for leakage daily prior to
operating onsite
• Look for pollutant spills or drips beneath equipment
throughout the project where vehicles track
• Report Oil spills > 25 gallons to the soil, any spill within 125 ft
of a water body, or ANY oil spilled to a water body causing a
sheen to 1-800-527-3853
Confirm this is proper protocol and that an Env Field Support does
not need to be called.

Be Storm Ready
• Leave all sites with land disturbing activities in a "storm ready
state."
• Properly secure all loose equipment. This should include light
plants, portable toilets, etc.
• Contractors should conduct extra inspections to ensure BMPs are
in place before they leave site for the day.
• Sites should be properly graded, and systems are stabilized and
can handle an influx of storm water.
• Site drainage features such as ditches, piping and silt fencing
have been maintained, cleaned and can handle an influx of water.
• Sediment containment basins have enough freeboard and can
handle heavy rains without overflowing.

Be Storm Ready Continued....
• Yard sump pumps are operating properly and can handle an influx of
storm water.
• Secondary containment features have been maintained and can handle
an influx of storm water.
• Once the rain passes, contractors or appropriate personnel shall inspect
and repair or manage erosion and sediment control measures as
necessary.
• Inspect sites with land -disturbing activities within 24-hours (if it is safe)
and document the inspection.
• If any sediment or other releases are identified, notify appropriate Duke
Energy personnel so such releases can be communicated to
appropriate environmental staff and regulatory agencies if appropriate.

Weekly Inspection Requirements
• What has to be inspected?
Visual monitoring of the following. -
Rain gauge maintained in good working order
• Ec Measures
• stormwater discharge outfalls (SDOs)
• Perimeter of site
• streams or wetlands onsite or offsite (where accessible)
• Ground stabilization measures
Once a week and after every rainfall event > 1.0 inch

Weekly I
Stormwater Dis
SDOs
nspection Requirements

Weekly Inspection Requirements
• Perform inspections using the modified 3-page inspection
form approved by Duke and NCDEQ
• Promptly submit results to the E&SC team (follow ADMP-
ENV-EVS-00045, Duke Energy E&SC Inspection
Documentation Procedure — North Carolina.)
tyo�'C�lnsur �oslon �ry �a+o/l�ffon °ac ndsYdipra c� � uman+arbn p o�nea �.ft�.�O
• Don't forget to close out project
ram.
Mho^r
Notify regulator when 80% stabilized�°�°°�
a
• � � ^a4�ConLw � �O`epp�°�+rnrr� ".m[+y,�,�,� .4��
My Po��"irpF�Yr�ns 4�°°�+nwq �c�^r%
•• �4.ac`We rwmt¢y�"'r+➢e y - " �r � - .yMry ey
• "�M Frk "nrv'✓ b^aceyP�+rekw� Tta�� m'^ne� ""sa.
eye, °`ate •"�*�aro�,� ,�a^w.erP '`
.as,�c°"lua.,w.'y°` 'u'��w .°��•�e,""'a'°�y� �4�a.,`!�r
eyyar e'�''wn e1�""q.`a""•+n'umV"«�agq� °�a•K,nY.�"°'eorcr,aa
ma,.y„^ae

Sediment Releases or
Oil/Chemical Spills
• What has to be reported? Is there a sediment release YES
from the prajE-d troundlary?
NO
Is there a hazardous YES
s u bste n oe releSSE
in excess d
th a Repoda ble Quantity {R'aj?
NO
Is therean oils pill resulting in a
sheen on asurfsa= water YES
{regard less of valu matt?
NO
Is there visible sediment
depasitian in a stream u YES
L.vEtland'
NO
Is therean ail spill: greater than
25gallansORwith inIDOfeet of YES
surface water OR less than 25
gallons that cannot be cleaned
upwithin 24 hours?
NO

Bid Sheet Summaries
tiEIV— RA LAdIVW--
TO: Estimating Department
Project: GUI LFORD COUNTY - R4707
Location: GUILFORD COUNTY, NC
contraw
Did Dale: 0512012D
235
1 CY
Construction Entra t211 - Rcmere
2"
LF
IB'Cpp '* Imponary N -Install
M
LF
18' Temtnrary Pita - p
20
LF
2A" CPP Tem a Pi . Install
20
LF
24' Temporary Pipe - Renro
32
CY
C4A 0.i • fer TeCorsm Pi Backfilt
230
TON
AgBrcgate Base urse
25
CY
Sit EAcavatcn
BD
LF
CIA.. Water Dire with P0MIhYkne
25
SY
Cak Firer Met
1500
LF
19' li—ktor WAltks - Imtalt
1500
LF
19" Eecekier Wattks - R...—
so
LF
18' Coir Flier Wettkc - tn:ta11
50
LF
18' Car It- Wattles - Remo
75
L85
PAM AppHtation
1
Ac
MowY
20
HR
EBSCCrcw{L Foremer+f3 Laborcswi—kand tk,d suer a•m�n.crcavawrl
26
EA
MabYlua —files nu "' EBSC
760
EA
Remo .. Discald B*CHUBW fence
atSiTATE
ConSTRUC,TWn
NC L—ed LaMmape Contractor
HUB CM.Aw WEE
PO Bpr 9"
Cra'.tm, NC 272$1
P 336 $75 3923 F 236 373 5799
Tor A[Cau
ATTIC TED SIi70OD
REP: R 47177 GUILFO D COIJKrY
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Summary
• Follow, implement, update E&SC plan
• Attention to detail!
• Manage runoff
• Limit amount and duration of exposure
• What is my buffer b/w work zone &
watercourse?
• Maintain E&SC measures
• Achieve rapid stand of ground cover

Quest'ions?
Justin Ambrose, Duke PM, 252-702-0294
Cindi Ball, KCl/Duke PM, 919-278-2529
Travis Vaughan, State Construction PM, 336-592-1853
Dylan SIrears, CCS PM, 336-740-5495
Patrick Sizemore, Duke Sr.,336-416-8632
Matt Bare, PNG/W.K. Dickson Engineer, 336-408-0571
Ted Sherrod, PE
AECOM
[e-mail]
[phone]
AAZCOM
Melanie Gardner
[e-mail]
[phone]